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KY-177 over GRASSY CREEK

Map

Coordinates:
+38.80333, -84.42556
38°48'12" N, 84°25'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-177 over GRASSY CREEK
Structure number:096B00026N
Old structure number:096*0177*B0026 (from 1992 edition)
Location:.15 MI SOU. OF KENTON CL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:49.9 ft. [15.2 m]
Total length:159.1 ft. [48.5 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:479 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:59.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairFairFairFair47959.8
February 2016FairFairFairFair49057.2
May 2014FairFairFairFair115352.0
February 2014FairFairFairFair115352.0
February 2012FairFairFairFair105052.2
March 2010FairFairFairFair114052.0
March 2008FairSatisfactorySatisfactoryFair131052.7
May 2006FairGoodGoodSatisfactory107963.7
March 2004FairGoodGoodSatisfactory109463.3
January 2002FairGoodGoodSatisfactory109463.3
February 2000FairGoodGoodSatisfactory109463.3
February 1998FairGoodGoodSatisfactory109463.3
February 1996FairGoodGoodSatisfactory109463.3
April 1994FairSatisfactoryGoodSatisfactory34975.2
January 1992GoodGoodVery GoodGood34975.2
March 1990GoodGoodVery GoodGood34975.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.63654060360
Deck
Reinforced Concrete Top Flangesq. ft.4,1763,856288320
Wearing Surfacessq. ft.3,5033,4317200
Substructure
Reinforced Concrete Columneach60600
Reinforced Concrete Abutmentlinear ft.60481200
Reinforced Concrete Pile Cap/Footinglinear ft.1601600
Reinforced Concrete Pier Caplinear ft.491815160
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3183041400